Triaxial Shear Test on Hydrochloric Acid-Contaminated Clay Treated by Lime, Crushed Concrete, and Super Absorbent Polymer

Table 1

Physical and mechanical properties of undisturbed soil.

Parameter	Density (g·cm^−3)	Specific gravity of soil particle Gs	Moisture content (%)	Liquid limit (%)	Plastic limit (%)
Value	1.82	2.69	32	48.2	20.1